Zobrazeno 1 - 10
of 17
pro vyhledávání: '"Kyoung-Yul Kim"'
Publikováno v:
KSCE Journal of Civil Engineering. 25:4856-4867
Construction of urban tunnels using a tunnel boring machine (TBM) is often favored over drilling-and-blasting based excavation method. Often, TBMs are customized and re-used in fields. However, little effort has been made to verify the status quo of
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::8d4f6f6ca3c725b14ebb0423b4ac3648
https://doi.org/10.1007/s12205-021-2347-0
https://doi.org/10.1007/s12205-021-2347-0
Publikováno v:
Geomechanics and Engineering. 11:879-896
A new earth pressure equation considering the arching effect in c-Χ soils was proposed for the accurate calculation of earth pressure on circular vertical shafts. The arching effect and the subsequent load recovery phenomenon occurring due to multi-
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::d750212d4dfd7a87d0f8075c13dc9b89
https://doi.org/10.12989/gae.2016.11.6.879
https://doi.org/10.12989/gae.2016.11.6.879
Publikováno v:
Geomechanics and Engineering. 11:771-785
The thermal conductivity of soils is an important property in energy-related geotechnical structures, such as underground heat pumps and underground electric power cable tunnels. This study explores the effects of geotechnical engineering properties
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::6afea60f2a08bde1d8332b291be9355f
https://doi.org/10.12989/gae.2016.11.6.771
https://doi.org/10.12989/gae.2016.11.6.771
Publikováno v:
Japanese Geotechnical Society Special Publication. 2:1519-1522
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::aa55fdd340b4140ada8f1b79abb1892e
https://doi.org/10.3208/jgssp.kor-27
https://doi.org/10.3208/jgssp.kor-27
Publikováno v:
Journal of Korean Tunnelling and Underground Space Association. 17:205-214
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::c6073a3af58c83753be60a756bc18398
https://doi.org/10.9711/ktaj.2015.17.3.205
https://doi.org/10.9711/ktaj.2015.17.3.205
Publikováno v:
Tunnelling and Underground Space Technology. 48:11-19
The lateral earth pressure on a vertical circular shaft is investigated using both experiments and numerical analyses. The study focused on quantifying the magnitude and distribution of the lateral earth pressure, which was measured by considering th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::284d87717ea5c640e0c841c00201faea
https://doi.org/10.1016/j.tust.2015.01.002
https://doi.org/10.1016/j.tust.2015.01.002
Publikováno v:
Proceedings of the 2nd World Congress on Civil, Structural, and Environmental Engineering.
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::caf74f2431a8e05a0ac17d4cfc26a306
https://doi.org/10.11159/icgre17.136
https://doi.org/10.11159/icgre17.136
Publikováno v:
KSCE Journal of Civil Engineering. 18:780-786
Various methods, including the Q-system method, have been proposed to estimate the conditions of rocks in fields, and many researchers have quantitatively estimated the Q-values of the Q-system. Physical variables have been considered in various stud
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::61bd4d8a772c64722598ce1e31cb3848
https://doi.org/10.1007/s12205-014-0339-z
https://doi.org/10.1007/s12205-014-0339-z
Publikováno v:
Tunnelling and Underground Space Technology. 37:10-21
The lateral earth pressure of vertical circular shaft is investigated by using experimental tests and a theoretical analysis. The emphasis was quantifying on the magnitude and distribution of a lateral earth pressure measured by three-dimensional arc
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::9efe112f13d5da4881274232f62acf00
https://doi.org/10.1016/j.tust.2013.03.001
https://doi.org/10.1016/j.tust.2013.03.001
Publikováno v:
Journal of the Korean Geotechnical Society. 28:23-31
The purpose of this study is to analyze earth pressure acting on a circular shaft-tunnel considering arching effect by centrifuge modeling test on sands. The centrifuge testing method provides a way to model an in-situ stress state condition with a s
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ddba68050088b91ca2012744067c8bea
https://doi.org/10.7843/kgs.2012.28.2.23
https://doi.org/10.7843/kgs.2012.28.2.23